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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN

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                                                                                           MC02 CONTROL LINE SETOUT TABLE
                                           PT             CHAINAGE                         EASTING                    NORTHING                         BEARING                   RAD/SPIRAL                    A.LENGTH                               DEFL.ANGLE
                                           IP 1                 0.000                      502897.770                  7081824.100                     305°34'22.18"
                                            TC                  3.570                      502894.860                  7081826.180                     305°34'22.18"
                                           IP 2                  4.980                     502893.690                  7081827.010                                                    R = -6.000                        2.820                               26°55'27.17"
                                            CT                   6.390                     502892.270                  7081827.230                     278°38'55.01"
                                           IP 3                 60.250                     502839.030                  7081835.330                     278°38'55.01"




                                                                                                                                                                                                                                                                                                                                                                                      B1 BARRIER KERB AND CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                           I.P.W.E.A. STD. DRG. RS-080.
                                                                                                                                                                                                                                                                                                                                                                                 INTEGRAL WITH CONCRETE DRIVEWAY.



                                                                                                                                                                                                                                                                                                                                                                                                                                3.000m




                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                                                                PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                                                                               DRIVEWAY
                                                                                                                                                                   DESIGN SURFACE                                                                                                                                                                            DESIGN SURFACE                                                                                                 EXISTING SURFACE


                                                                                                                                                                                                                                                                                                                                                                                                                               3%   -3%
                                                                                                                                                                            EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                RL 0.0
                                                                                                                                                                                                                                                                                                                 CH 60.000                                                                                                                                            SUBSOIL DRAINS I.P.W.E.A.
                                                                                                                                                                                                                                                                                                                                                          CONCRETE DRIVEWAY.                                                                                          STD. DRG. RS-140.
                                                                                                                                                                                                                                                                                                                                                   REFER TO DRAWING C230 FOR                                                                                          TO TIE INTO PROPOSED
                                                                                                                                                                                                                                                                                                                                            CONCRETE JOINT LAYOUT AND DETAILS.                                                                                        DRAINAGE NETWORK.




                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                  PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                3.000m




                                                                                                                                                                                                                                                                                                                                                                                                                PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                                  3.40m                                        DRIVEWAY
                                                        Vertical Curve Length (m)                                                                                                                                                                                                                                                                                                 EMT.
                                                        Vertical Curve Radius (m)                        35.268%
                                                                                                         0.355m
                                                        Vertical Geometry Grade (%)                         2.5%                      0.5%
                                                        Vertical Geometry Length (m)                         6.039m               65.888m                                                                                                                                                                                                                                                                                      3%   -3%


                                                        Horizontal Curve Length (m)                           2.819m
                                                        Horizontal Curve Radius (m)                            R -6m

                                                        DATUM RL -6.000
                                                                                                                                                                                                                                                                                                                RL 0.0
                                                        CUT / FILL DEPTH
                                                                                                         0.341
                                                                                                         0.536

                                                                                                         0.288

                                                                                                                                      0.224



                                                                                                                                                      0.385

                                                                                                                                                               0.445




                                                                                                                                                                                                                                                                                                                 CH 40.000
                                                                                                         0.56




                                                        TO EXISTING SURFACE
                                                                                                         -0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXTERNAL FENCE 1800mm HIGH
                                                                                                         0




                                                        DESIGN LEVELS                                                                                                                                                                                                                                                                                  MS01 TURFED SWALE
                                                                                                         2.390
                                                                                                         2.515
                                                                                                         2.626
                                                                                                         2.667
                                                                                                         2.673
                                                                                                         2.735

                                                                                                                                      2.835



                                                                                                                                                      2.935

                                                                                                                                                               2.996




                                                        ROAD CENTRELINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                                                 PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                  PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                3.000m
                                                        EXISTING SURFACE                                                                                                                                                                                                                                                                                                          3.30m                                        DRIVEWAY
                                                                                                         2.390
                                                                                                         2.515
                                                                                                         2.285
                                                                                                         2.130
                                                                                                         2.113
                                                                                                         2.446

                                                                                                                                      2.610



                                                                                                                                                      2.550

                                                                                                                                                               2.551




                                                                                                                                                                                                                                                                                                                                                                                  EMT.
                                                        LEVELS
                                                        CONTROL LINE CHAINAGE
                                                                                                         20.000

                                                                                                                                      40.000



                                                                                                                                                      60.000

                                                                                                                                                               72.282




                                                                                                                                                                                                                                                                                                                                                                                                                               3%   -3%
                                                                                                         0.000
                                                                                                         0.355
                                                                                                         4.789
                                                                                                         6.394
                                                                                                         7.609




                                                        ROAD CENTRELINE
                                                                                                        MC02
                                                                                                        SCALE: HORIZONTAL - 1:1000
                                                                                                                 VERTICAL - 1:100                                                                                                                                                                               RL 0.0
                                                                                                                                                                                                                                                                                                                 CH 20.000




   NOT FOR CONSTRUCTION
   ----     ----     ----                                                ----       ----       North Point      Approved                                                                                                                                                                                                                    Project Address                                                                               Title

   ----     ----     ----                                                ----       ----
                                                                                                                E. WHITMORE
                                                                                                                                                                                                                                                                                                                                            12 GYMPIE STREET, TEWANTIN                                                                    DRIVEWAY MC02 LONGITUDINAL AND
   ----     ----     ----                                                ----       ----                        31423      11.11.25                                                                                                                                                                                                                                                                                                       CROSS SECTIONS
   ----     ----     ----                                                ----       ----                        For and on behalf of RECOR Pty Ltd.

   ----     ----     ----                                                ----       ----                        Scale                                                                                                                    ENGINEERING & PROJECT SERVICES                                                                     Client Details                                                                                Project Name                                                             Sheet Size
                                                                                                                                                                                                                                            SUNSHINE COAST | BRISBANE
                                                                                                                       VERTICAL 1                0    1        2        3   4    5   1:100 (metres)                                                                                                                                         NOVATO GROUP
  17.02.26
ISSUED   FOR OPW APPROVAL
                   ISSUED FOR OPW APPROVAL                               CS         EW                                                                                                                                                     www.recor.au | ABN 89 647 469 707                                                                                                                                                              7 LOT RESIDENTIAL SUBDIVISION                                               A1
                                                                                                                 HORIZONTAL 10                   0     10 20 30             40   50 1:1000 (metres)                                                                                                                                                                                                                                       Project Number                                          Drawing Number    Revision
    A     11.11.25   ISSUED FOR OPW APPROVAL                             AY         EW                                                                                                                COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
                                                                                                                                                     (FULL SIZE)                                       client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as

  Rev     Date                   Revision Description                 Drawn Check                                                              DO NOT SCALE, IF IN DOUBT ASK                                                                 'Issued For Construction' in the revision description.                                                                                                                                       P0198-25-001                                            C226                A
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